Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Part 1American Society of Mechanical Engineers, 1997 - Arctic regions |
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Page 27
... numerical model . Since laboratory experiments under random waves started to be performed , it is thus possible to compare the results of a numerical model with recent laboratory results performed using irregular waves . Three sets of ...
... numerical model . Since laboratory experiments under random waves started to be performed , it is thus possible to compare the results of a numerical model with recent laboratory results performed using irregular waves . Three sets of ...
Page 39
NUMERICAL AND PHYSICAL REAPPEARANCE OF OCEAN WAVES IN A LONG EXPERIMENTAL TANK AND APPLICATIONS T. Hirayama and J.H Lee Department of Naval Architecture and Ocean Engineering Yokohama National University Yokohama , Japan REFERENCES 1 ...
NUMERICAL AND PHYSICAL REAPPEARANCE OF OCEAN WAVES IN A LONG EXPERIMENTAL TANK AND APPLICATIONS T. Hirayama and J.H Lee Department of Naval Architecture and Ocean Engineering Yokohama National University Yokohama , Japan REFERENCES 1 ...
Page 141
... numerical approach , in which the superstructure of a TLP is assumed to be flexible instead of rigid , is based on a ... Numerical results are compared with the experimental and numerical ones , which are obtained in the literature , of ...
... numerical approach , in which the superstructure of a TLP is assumed to be flexible instead of rigid , is based on a ... Numerical results are compared with the experimental and numerical ones , which are obtained in the literature , of ...
Contents
HYDRODYNAMIC FORCES | 1 |
The Irregular Breaking Wave Forces on Vertical Wall | 13 |
Steady Drift Forces and Yaw Moment Due to Waves With Slow Current | 47 |
Copyright | |
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added mass amplitude analysis anchor angle axial stress breakwater cable caisson calculated catenary components computed configuration cylinder damping diameter diffraction displacement domain drag coefficient dynamic effect element Engineering equation evaluation excitation experimental experiments Fieldbus Figure flow fluid FPSO free surface function Green function guidewire heave horizontal hull hydrodynamic incident wave installation integral interaction irregular waves Japan length linear load matrix maximum measured method mode mooring line mooring system motion nonlinear numerical obtained Ocean Offshore Technology ASME oscillation parameters PETROBRAS piles pipe string pitch moment platform predicted present ratio response riser ship shown in Fig simulation sloshing pressure solution speed stress surge tank Technology ASME 1997 tension Tension Leg Platform theory third order tsunami vector velocity potential vertical vessel vortex shedding water depth wave force wave height wave period wave power